SH 22-Logan Co. over Shoal Creek


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 22-Logan Co. over Shoal Creek
Structure number:0000000000A0460
Location:3.83 MI E JCT 109 MIDWAY
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:49.9 ft. [15.2 m]
Total length:388.1 ft. [118.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1928
Year reconstructed:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:10
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,300 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:66.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$556,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairGoodSatisfactoryFair230066.3
May 2016FairGoodSatisfactorySatisfactory240078.2
April 2014FairGoodSatisfactorySatisfactory240078.2
May 2012FairGoodSatisfactorySatisfactory250078.0
April 2010FairGoodSatisfactorySatisfactory250067.8
May 2008GoodGoodGoodGood250067.8
May 2006GoodGoodGoodGood250067.8
May 2004GoodGoodGoodGood240068.1
May 2002GoodGoodGoodGood290063.2
May 2000GoodGoodGoodGood240067.7
June 1998GoodGoodGoodGood240065.7
September 1996GoodGoodGoodGood110070.9
August 1994GoodGoodGoodGood110070.9
September 1992GoodGoodGoodGood110070.9
October 1990FairSatisfactorySatisfactoryGood283761.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.1,9401,8647231
Reinforced Concrete Top Flangesq. ft.12,28712,18510200
Wearing Surfacessq. ft.12,28711,26601,0210
Reinforced Concrete Columneach37162010
Reinforced Concrete Pier Walllinear ft.108713700
Steel Pileeach120651
Steel Protective Coatingsq. ft.72040250250180
Reinforced Concrete Pier Caplinear ft.31324929350
Pourable Jointlinear ft.140014000
Assembly without Seal Jointlinear ft.112112000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.776776000